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1. CONTRACTOR SHALLL NOTIFY"DIG-SAFE"(1-838-344-7833)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE SITE: THE ENCLAVES
REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED 56655 ROUTE 25
2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE SOUTHOLD,NY
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SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES,NOR DOES IT
GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN SCTM#: 1000-63-3-15 -
3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS,AND WALKWAYS SHALL BE CONSTRUCTED IN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL LOT AREA: 6.725 ACRES
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CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND ELEVATIONS OF THE POINTS OF CONNECTIONS
AND REGULATIONS(WHICH ARE MOST STRINGENT). TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES Strategic Environmental and Engineering Solutions x"
AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. ZONE: HB- HAMLET BUSINESS
4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS,
ALL RECIEVE 6 INCHES LOAM AND SEED. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS REQUIRED PROPOSED
PAVEMENTS,WALKS,ETC.)SH
DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, ^ j
5. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE MIN.LOT SIZE 20,000 SQ.FT. 294,202 SQ.FT.
WITHIN THE COUNTY RIGHTS-OF-WAY SHALL CONFORM TO COUNTY STANDARDS.WORK WITHIN STATE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE MIN.LOT WIDTH 60' 190.66'
RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING MIN.LOT DEPTH 100' 928.03' "
STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MIN.FRONT YARD 15' 17.16'
630 Johnson Avenue. . Suite 7
MAY BE WARRANTED TO RESOLVE THE CONFLICT. MIN.SIDE YARD 10' 48.66'
BOTH SIDE YARDS 25' 104.49' Bohemia . NY . 11716-2618
6. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND
APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH THE WORK 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH MIN.REAR YARD 25' 153.83' Phone: (631) 589-6353 . Fax: (631) 589-8705
INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT DOCUMENTS. DO NOT ELEVATIONS ON THE GRADING AND UTILITY PLANS. LANDSCAPE AREA 25% 58.8%
CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT APPROPRIATE PERMITS. MAX.LOT COVERAGE 40% 14.13% E-mail: INFO@PWGROSSER.COM
4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC AND MAXIMUM HEIGHT 35' 32.93'
7. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS ARE APPROXIMATE AND SHALL BE NUMBER OF STORIES 2 STORIES 2 STORIES CONSULTANTS
CONTROL DEVICES. SETIRESET AS FOLLOWS:
8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL A. PAVEMENT AND CONCRETE SURFACES: FLUSH
BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
9. IN THE EVENT THAT THE SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE
ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY,OR C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE SURROUNDING
OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AREA AND TAPER EARTH TO RIM ELEVATION.
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AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE
APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY
SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE
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10. CONTRACTOR SHALL PREVEMT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.). FINAL DESIGN LOADS AND
RESPONSIBLE FOR CLEANUP„REPAIRS,AND CORRECTIVE ACTION I F SUCH OCCURS. LOCATIONS TO BE COORDINATED WITH THE OWNER AND ARCHITECT. {
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11. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE
ADDITIONAL COST TO OWNER. RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM,
AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES
12. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE COMPANY.
IMPACTS TO OFF-SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT NO SANITARY SYSTEM#1 (PROPOSED RESTAURANT)
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COST TO OWNER. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN:
PROPOSED 74 SEAT RESTAURANT
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A. WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE(CLDI)
B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE PVC -ry = T
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' 1 ( ) SANITARY FLOW=10 GPD/SEAT X 74 SEATS=740 GPD/
-
C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP) KITCHEN FLOW-20 GPD/SEAT X 74 SEATS 1,4810 PCS
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Grading and Drainage Notes 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, TOTAL DESIGN FLOW-740 GPD+1,480 GPD-2,220 GPD _.
INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES,
CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON
SPECIFICATIONS OF THE TOWN OF SOUTHAMPTON,SUFFOLK COUNTY HEALTH DEPARTMENT,SUFFOLK THE DRAWINGS. SEPTIC TANK DESIGN a
COUNTY DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, REQUIRED: 2,220 GPD X 2 DAYS=4,440 GPD
AS APPLICABALE. 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S
REQUIREMENTS. PROVIDED: (2)10'DIA.x 5'LIQUID DEPTH SEPTIC TANK(5,000 GAL)
2. UTLITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLE
RECORDS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY THE GREASE TRAP DESIGN
WORK. CARE SHOULD BE TAKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS(OR
MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL
PORTIONS THEREOF)TO REMAIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONED
STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD
UTILITY SERVICE CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALL 5 FEET. PROVIDED: (1)10'DIA.x 5'LIQUID DEPTH GREASE TRAP(2,5D0 GAL)
COORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY.
SANITARY LEACHING POOL DESIGN
3. REMOVAL OF EXISTING STRUCTURES,INCLUDING BUILDINGS,DRAINAGE SYSTEMS AND OTHER STRUCTURES, Utility Information REQUIRED: 2,200 GPD 11.5 GPD/SF=1,480 SF
IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHAMPTON AND
APPLICABLE COUNTY,STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PROVIDED: NEW LEACHING POOLS
ALL PERMITS FOR DEMOLITION AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS. SERVICE OPERATING AUTHORITY r
10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF)
4, ALL STRUCTURES TO BE REMOVED(FOUNDATIONS,CONCTRETE SLABS,DRAINAGE STRUCTURES,ETC.) 31.4 SFNERTICAL LINEAR FOOT X 16.0'VERTICAL FEET=502.4 SF L
SHALL BE REPLACED WITH CLEAN,GRANULAR MATERIAL,COMPACTED TO 95%STANDARD PROCTOR ELECTRIC PSE&G 502.4 SFX 3 POOLS=1,507 SF PROVIDED c'
1,507 SF PROVIDED>1,480 SF REQUIRED
DENSITY. WATER SUFFOLK COUNTY WATER AUTHORITY
5. ALL PAVEMENT TO BE REMOWED OR REPLACED SHALL BE SAWCUT. TELEPHONE VERIZON N
SANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
SANITARY SYSTEM#2(PROPOSED HOTEL)
6. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES GAS NATIONAL GRID
DURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCE PROPOSED 22 UNIT HOTEL
WITH THE N.Y.S.MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
SITE LOCATION MAP
7. EXCEPT WHERE OTHERWISE NOTED,WHERE NEW CONCRETE CURBING AND CURBED ISLANDS ARE SANITARY FLOW=15O GPD/UNIT X 22 UNITS=3,300 GPD
SCALE: NTS
PROPOSED,THE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT
ELEVATION. THE TOP OF CURB SHALL BE CALCULATED 6"ABOVE THE EXISTING PAVEMENT ELEVATION. DESIGN FLOW=3,300 GPD ;•
PAVEMENT AROUND THE PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPED
AGAINST OR NEAR THE CURB,AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSED ' SEPTIC TANK DESIGN 0 1 500 3,000 7
DOWNSTREAM INLET. EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB. REQUIRED: 3,300 GPD X 2 DAYS=6,600 GPD
j BACKFILL AROUND THE THE COMPLETED ISLAND SHALL BE CLEAN,GRANULAR FILL COMPACTED TO 95% 6
STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTING Erosion Control PROVIDED: (2)12'DIA.x 5'LIQUID DEPTH SEPTIC TANK(7,500 GAL) SCALE: 1" - 1,500' S
PAVEMENT TO REMAIN. ALL SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTING
PAVEMENT TO REMAIN. 4
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1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE SANITARY LEACHING POOL DESIGN 2
8. ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETION AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED
REQUIRED: 3,300 GPD/1.5 GPD/SF=2,200 SF 1
OF CONSTRUCTION. IN FEDERAL,STATE;AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. Number Revision Description Revision Dale
9. THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAVATION,CUTTING, 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEDIMENT PROVIDED: NEW LEACHING POOLS
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REMOVING,OR TAPPING INTO ANY EXISTING UTILITY SERVICE. THE TOWN OF SOUTHAMPTON SHALL BE THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF)
Designed By Date Submitted a
31.4 SFNERTICAL LINEAR FOOT X 15.0'VERTICAL FEET=471 SF TC 01/20/17
NOTIFIED 48 HOURS BEFORE ANY SITE WORK IS BEGUN. SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND 471 SFX 5 POOLS=2,355 SF PROVIDED) Drawn By Date Created y-
PROTECTED AREAS. 2,355 SF PROVIDED>2,200 SF REQUIRED TC 08/23/16
10. PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION WITH THE APPROPRIATE
Approved By Scale
ELECTRIC AND TELECOMMUNICATION COMPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND/OR 3. CONTRACTOR SHILL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION
BG AS SHOWN
SERVICE ABANDONMENTS SMALL BE COORDINATED WITH LIPA/NATIONAL GRID. WHERE FEASIBLE, SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY Client
PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND. WATER,WIND,OR DIRECT DEPOSIT. THE ENCLAVES
11. ALL CONNECTING DRAINAGE PIPING SHALL BE 12"RCP UNLESS OTHERWISE SHOWN ON THE PLAN. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED e� '
56655 ROUTE 25
FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT SOUTH OLD, NY '
12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE EROSION.
DISPOSED OF IN ACCORDANCE WITH LOCAL TOWN,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE urVey Notes
Project. ;
CODES. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,
13. ALL SANITARY SEWER PIPING SHALL BE DR-18 PVC OR EQUAL UNLESS OTHERWISE NOTED ON THE PLAN. CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND
DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. 1. SURVEY PREPARED BY JOHN UPD SURVEYOR, 0 SMITHTOWN BOULEVARD,SMITHTOWN,NY
WHERE SEWER PIPE COVER IS LESS THAN 4'-0",DUCTILE IRON PIPE IS REQUIRED. DATED:MARCH 28,2006-LAST UPDATED:JULY 6,2015
14. REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BOLLARD SIZES,REQUIRED SETBACKS AND OTHER SITE PLAN
DIMENSIONS AT TRANSFORMER AND GENERATOR PADS.
15, WATER MAIN TAPS,INCLUDING TAPPING PERMITS AND FEES,METER REQUIREMENTS,ETC.,SHALL BE
COORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY.
Project Address:
16. EXISTING WATER,SEWER AND OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADE
56655 ROUTE 25
AS REQUIRED. SOUTHOLD
RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED
17. ALL PROPOSED DRYWELLS SHALL BE PRECAST,WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALL 74 SEATS 13 24.6 SPACES(1ADA) 25 SPACES(2 ADA) SUFFOLK COUNTY, NEW YORK I,
CONFORM TO SUFFOLK COUNTY STANDARDS. ( )
TOTAL RESTAURANT PROVIDED:25 SPACES 2 ADA
County Tax Map Number: Contract Number:
HOTEL PARKING SPACES REQUIRED SPACES PROVIDED 1000-63-3-15 -
22 UNITS 22 SPACES(1ADA) 44 SPACES(2 ADA)
Regulatory Reference Number:
1/EMPLOYYEE-OR-1/UNIT 22 SPACES(1ADA) 44 SPACES(2 ADA) Tale of Drawing.
TOTAL HOTEL PARKING PROVIDED:88 SPACES(4ADA)
SITE PLAN
GENERAL NOTES
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- - - - - - - - - - - - - - - - BUILDING SETBACK LINE - - - - - - - - RIDGELINE ---- -- i! -- - UD UNDERDRAINAGE
CATV CATV CABLE TELEVISION Strategic Environmental and Engineering Solutions
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WETLAND FLAGGING BOTTOM OF SLOPE BOTTOM OF SLOPE ----------- 6"S -------- 6"S SANITARY SEWERAGE .
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MATCHLINE 12"W WATER MAIN
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TC 12; 45 TC 123.45 TOP and BOTTOM of CURB ELEVATION --------- --„ -- - - 2"DW DOMESTIC WATER SERVICE
BC 122.95 G';Y DW DRYWELL Bohemia . NY . 11716-2618
Curb and Pavement ____
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TW 123,45 ECX EBX ELECTRIC BOX E-mail: INFO@PWGROSSER.COM
_ _ = CONCRETE CURB TO BE REMOVED F1,,113.'-5 BW 113.45 TOP and BOTTOM of WALL ELEVATION G NATURAL GAS
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- --- - CONCRETE CURB ----- - G ----- - OE OVERHEAD WIRE
CONSULTANTS
PAVEMENT TO BE REMOVED Drainage Elements ---- E -- E ELECTRIC POWERLINE: EX EXISTING
EDGE OF PAVEMENT :XDVv A-1 DW A-1 --- T — T TELECOMMUNICATION/ F^. FA FIRE ALARM
-A--- DRAINAGE STRUCTURE LABEL
Ftl`:i3ci.• RIM 135.43 FD FD FRENCH DRAIN
- - - - - - - - SAWCUT LINE INV 130.43(N) INV 130.43(N) ---- --FOC FOC FIBER OPTIC CABLE
-- --CA.TV -- ---- - CATV CABLE TELEVISION FM FM FORCE MAIN
TRENCH DRAIN
/ NEW PAVEMENT
- FA ---- -- FA FIRE ALARM FOC FOC FIBER OPITIC CABLE
-TRF- - TRF TRAFFIC WIRING F.' FP FIRE PROTECTION SERVICE
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TC TC TOP OF CURB
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-D --- --------------LSTOCKADE FENCE
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_- --�_- RETAINING WALL Sanitary Sewer Facilities TSI? TSB TRAFFIC SIGNAL BOX
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RIM 135.43 RIM 135.43 ❑ TP ❑ TP TELEPHONEPEDESTAIL t
---- - - - ---------- EDGE of WATER LINE IHIGH WATER INV 130.43(N) INV 130.43(N) TW Tw TOP OF WALL
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Number Revision Description Revision Date
HANDICAPPED ACCESSIBLE PARKINGj/ o SEPTIC TANK with COVERS TO GRADE
Desugned By Date Submitted
G' TIC 01/20/17
---- --
Drawn By Date Created
TC 08/23/16
8` 8--- 8' % GREASE TRAP with COVERS TO GRADE Approved By Scale
Client
BG AS SHOWN,
THE ENCLAVES
/j 56655 ROUTE 25
3 STANDARD PARKING SPACES %'011,1
LEACHING POOL with BURIEDCONC.COVER SOUTHOLD, NY
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i SITE PLAN
Project Address:
56655 ROUTE 25
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SOUTHOLD
SUFFOLK COUNTY, NEW YORK
County Tax Map Number. Contract Number.
1000-63-3-15
Regulatory Reference Number,
Title of Drawing:
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S.C.T.M. NO. 1000-63-03-17.3
S.C.T.M. NO. 1000-63-03-17.4 INCORPORATED INTO MAIN EO(SEE SIGN
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Designed By Date Submitted
33 0 40 80 Drawn By TC Date Created 01/20/17
TC 08/23/161
SCALE: 1 40' Approved By Scale
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THE ENCLAVES
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VAN VAN ACCESSIBLE 18"X9" County Tax Map Number.
R7-8b ACCESSIBLE Contract Number.
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COLOR WHITE ENTER
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" I TC 08/23/16
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THE ENCLAVES
56655 ROUTE 25
TOTAL PROPERTY AREA = 294,202 SF(6.725 ACRES) DRAINAGE AREA HOTEL WALKWAY-5,224 SF DRAINAGE AREA RESTAURANT ROOF AREA&WALKWAY- 4,560 SF SOUTHOLD, NY
DRAINAGE REQUIRED DRAINAGE REQUIRED Project
DRAINAGE AREA HOTEL ROOF/POND-24,935 SF
IMPERVIOUS AREA: 5,224 SF x 2"/12"x 1.001 = 870.66 CF ROOF AREA: 3,035 SF x 2"/12"x 1.00 = 505.83 CF
DRAINAGE REQUIRED TOTAL REQUIRED = 870.66 CF IMPERVIOUS AREA: 1,525 SF x 2"112"x 1.00 = 254.16 CF
ROOF AREA: 24,935 SF x 2"112"x 1.00 =4,155.8 CF DRAINAGE PROVIDED TOTAL REQUIRED = 759.99 CF SITE PLAN
TOTAL REQUIRED = 4,155.8 CF DRAINAGE LEACHING POOLS DRAINAGE PROVIDED
DRAINAGE LEACHING POOLS (2)10'DIA.x 8'EFFECTIVE DEPTH LCB DRAINAGE LEACHING POOLS
_(2)x 68.42 CF/FT x 8 FT. = 1,094.72 CF Project Address:
(4)12'DIA.x 12'EFFECTIVE DEPTH DLP'S (2)10'DIA.x 8'EFFECTIVE DEPTH DLP 56655 ROUTE 25
_(4)x 100.9 CF/FT x 12 FT. = 4,843.2 CF TOTAL PROVIDED = 1,094.72 CF =(2)x 68.42 CF/FT x 8 FT. = 1,094.72 CF SOUTHOLD
TOTAL PROVIDED = 1,09.72 CF SUFFOLK COUNTY
NEW YORK
TOTAL PROVIDED = 4,843.2 CF
County Tax Map Number. Contract Number
SITE LANDSCAPE AREA - 146,022 SF 1000-63-3-15
Regulatory Reference Number. Le
DRAINAGE AREA POOL&RECREATION AREA-40,700 SF DRAINAGE REQUIRED -
DRAINAGE AREA TOTAL SITE PARKING -72,761 SF Ti6eotorawng:
DRAINAGE REQUIRED DRAINAGE REQUIRED LANDSCAPED AREA: 146,022 SF x 2"/12"x 0.30 = 7,301.1 CF
IMPERVIOUS AREA: 10,345 SF x 3"/12"x 1.00 = 2,586.25 CF TOTAL REQUIRED = 7,301.1 CF PROPOSED SITE
IMPERVIOUS AREA: 72,761 SF x 2"112"x 1.00= 12,126.8 CF ROOF AREA: 3,280 SF x 3"/12"x 1.00 = 715 CF
TOTAL REQUIRED = 12,126.8 CF LANDSCAPE AREA: 27,075 SF x 3"112"x 0.30 = 2,030.65 CF
DRAINAGE PROVIDED DRAINAGE
DRAINAGE PROVIDED TOTAL REQUIRED = 5,331.9 CF
DRAINAGE LEACHING POOLS
DRAINAGE LEACHING POOLS DRAINAGE PROVIDED
(11)12'DIA.x 12'EFFECTIVE DEPTH LP (7)12'DIA,x 12'EFFECTIVE DEPTH DLP - AND GRADING PLAN
DRAINAGE LEACHING POOLS =(7)x 100.9 CF/FT x 12 FT. - 8,475.6 CF '
_(11)x 100.9 CF/FT x 12 FT. = 13,318.8 CF
TOTAL PROVIDED = 8,475,6 CF S
(5)12'DIA.x 12'EFFECTIVE DEPTH LCB --- �
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TOTAL PROVIDED = 13,318.8 CF , ` �--'- `.
TOTAL PROVIDED = 6,0:54 CFCil
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32 S.C.T.M. NO. 1000-63-03-12 5
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33 Number Revision Description Revision Date
Designed By Date Submitted
TC 01/20/17
Drawn By Date Created
TC 08/23/16
EROSION & SEDIMENT CONTROL PLAN
SCALE: 1 40' Approved By BG Scale AS SHOWN
Client
0 40 80 THE ENCLAVES
56655 ROUTE 25
SCALE: 1 40' Sediment and Erosion Control Notes SOUTHOLD, NY
Project
1. THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE
INSTALLED PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL EROSION Proposed Notes
CONTROLS MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT MAY
DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY THE
OWNER OR DESIGNATED OWNERS REPRESENTATIVE. THE FOLLOWING GENERAL Protection Elements SITE PLAN
CONDITIONS SHALL BE OBSERVED.
A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE STRAW BALES EROSION CONTROL
PROTECTED AND REMAIN UNDISTURBED.
B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE Project Address:
OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED.
Sediment and Erosion Control Grading SILT FENCE 56655 ROUTE 25
C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO
------ REDUCE RUNOFF VELOCITIES AND QUANTITIES. SOUTHOLD
D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES.
1 ALL 1:2 & 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING E. SEDIMENT SHALL BE TRAPPED ON THE SITE. SUFFOLK COUNTY, NEW YORK
CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT FILTER FABRIC DROP INLET PROTECTION
EROSION WILL BE PREVENTED, NECESSARY MEASURES SHALL INCLUDE, BUT SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND County Tax Map Number. Contract Number.
NOT BE LIMITED TO, HAY BALES, AND SILT FENCE, AND SHALL BE MAINTAINED 1000-63-3-15
FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW Regulatory Reference Number.
COMPLETION OF CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED YORK STATE STANDARD AND SPECIFICATIONS FOR EROSION AND SEDIMENT
CONTROL, LATEST EDITION". Title of Drawing:
PLANTINGS HAVE BECOME ACCLIMATED/ESTABLISHED.
2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE
INSTALLED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF DISTURBANCE
AND SHOULD BE MAINTAINED FOR THE DURATION OF THE WORK, NO SEDIMENT LANDGRADING AREAS SEDIMENT AND
FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES,
WETLANDS OR ROADS.
3, ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH EROSION CONTROL
THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED.
STABILIZED CONSTRUCTION ENTRANCE
4. PROPER MAINTENANCE OF EROSION CONTROL STRUCTURES IS TO BE PLAN
PERFORMED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED
STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, G
CLEANING OF,SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT
BARRIERS, CLEANING AND 'REPAIR OF BERMS AND DIVERSIONS AND CLEANING Drawing Number.
AND REPAIR OF INLET PROTECTION.
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5. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING DUST CONTROL
CONSTRUCTION. DC Win, qr N
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6. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT t. I CD W
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SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE
CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS Sheet of
PERMANENTLY STABILIZED.
C E V I \E
2 5 2!2' 5 10
CURB DROP INLET PROTECTION I C7
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JAN 31 2017
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Southold Town is a violation of Section 7209
Planning Board of the New York State Education Law
-
1
SYMBOL SYMBOL SYMBOL SAND BAG OR SYMBOL
FLOW - - - �' 2"X4"WOOD FRAME IIII OF IXI4 UM LENGTH ALTERNATE WEIGHT
1.5'MAX. STAKE 2"x 4"WEIR �\
4"VERTICAL FACE -�
/ ^ 2 2"STONE D p D D D
FABRIC �\
BEDDING DETAIL _� \\\ 9M
FILTER CLOTH 2"x 4"SPACER
NOT TO SCALE �� \` T MIN. WIRE MESH
DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW _ PD W"
BALE DIKE FOR SLOPES LESS THAN 25%. IIII- -I 1p-= II V ° D D
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Strategic Environmental and Engineering Solutions
=1 I-III -I1 vo 7 6'MAXIMUM SPACING g g
ANGLE FIRST STAKE TOWARDS �1 DITCH OR DIVERSION TO / OF 2"X4"SPACERS - " -
/�DIVERT SURFACE FLOW I +�: rrF. t= 114 r p;
PREVIOUSLY LAID BALE. ff DROP INLET BURIED FABRIC X^) _ #
FLOW �� J awe � WITH GATE FRAME 2"X4" ®� tr I��s�lg t ''I ' ;.;l
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BOUND BALES PLACED BENCH GRADE 2-3%- �" ANCHORS
afi:uvrurp, +rwm yum , yurrcHR AT
DIST. 630 Johnson Avenue. . Suite 7 is
ON CONTOUR.
2 RE-BARS,STEEL PICKETS 4IIIIIIIII11 IIIIIIIIIIIIII II1lpjllll ""� 4 "'� � TM STONE �\
OR 2"X2"STAKES PLACED 111111 MIIIIIIII RF ._ y� N N i I I I I 1'Mw. Bohemia . NY . 11716-2618 (-
- � o y_ � �. Phone: (631) 589-6353 . Fax: (631) 589-8705
1 1/2'TO 2'IN GROUND. Y IIIIIII1111��
E-mail: I NF0@PWGROSSER.COM
(IIII IFR `" u +vvEV` ` F ��� �- GATHER EXCESS ;
_ - DRIVE STAKES FLUSH WITH (III 1111111 I 1'MIN. Ildlllllllllll III ` + AT CORNERS I III CLOTH
TOP OF BALE. �I II Il�lln MIII�q ` i
91
ANCHORING DETAIL IIII 1111111 I IIIIIII, � �� -u��� MESH SPACER CONSULTANTS
NOT TO SCALE Y 1 1111111111 Ilk vvr�V '
6-MIN. X I�I1I1I11111"' , e � J 2"x 4"WEIR
1111 CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS IIP1laurnl+Ip11ID11 CONSTRUCTION SPECIFICATIONS
X Y(MAX) 1.FIL.TER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MAY
1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A BE USED FOR SHORT TERM APPLICATIONS.
1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85.
ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2 20' 2.CUTr FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF '(z
2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4)INCHES,AND 3 30' JOIN-TS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 2.WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4"CONSTRUCTION
4 40' GRADE LUMBER.
PLACED SO THE BINDINGS ARE HORIZONTAL. 3.STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT.
METAL WITH A LENGTH OF 3 FEET. 3.WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH
3.BALES SHALL BE SECURELY ANCHORED IN(PLACE BY EITHER TWO STAKES OR MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT.
INCH
18
RE-BARS DRIVEN THROUGH THE BALE.THE FIIRST STAKE IN EACH BALE SHALL 4. NCE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE
BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE ES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR.
WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 4.THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS
BALES TOGETHER.STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 5.FABRIC SHALL BE EMBEDDED 1 FOOT BELOW GROUND AND BACKFILLED. 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART.
n.
4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE IT SHIALL BE SECURELY FASTENED TO THE STAKES AND FRAME. &
5.THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED
PROMTLY AS NEEDED. 6.A 2"'x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE
5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO OF THE FABRIC FOR OVER FLOW STABILITY. INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS.
AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. M/AXIMUN DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE
i
U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE STRAW BALE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YOIRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION '
NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DIKE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DETAIL NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION
e:
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I.
WOVEN WIRE FENCE SYMBOL SYMBOL
(14 1/2 GAUGE I I EXISTING
W1 6"MES - - y PAVEMENT I CONSTRUCTION SPECIFICATIONS
10'C.TO C. SPACING) 3 S•r
�\ 36"LENGTH FENCE EXISTING \ FILTER -r MOUNTABLE BERM
POSTS DRIVEN 6 GROUND
-� CLOTH PROFILE (OPTIONAL) 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING
CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT
.•, . . .• •... .. .. .:.... INTO GROUND CONTROL OL PLAN
UNTIL THEY ARE PERMANENTLY STABILIZED.
2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED,
HEIGHT OF FILTER APPLIED ANDD MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT
EXISTING CONTROL PLAN AND THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION
y W t v GROUND --- AND SEDIMENT CONTROL IN DEVELOPING AREAS".
8
O�
41W F�O� w IV * Wy W W W.W I EXISTING 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED
PAVEMENT IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS.
PERSPECTIVE VIEW 4. AREAS TO BE FILLED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO
36"FENCE POST
PLAN VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL.
�
WOVEN WIRE FENCE(14 1/2 GAUGE 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF
FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL.
W/6"MESH SPACING)WITH FILTER
CLOTH 20„ 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE,
FLOW CONSTRUCTION SPECIFICATIONS SETTLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO
-�' UNDISTURBED GROUND SUPPORT BIUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED
�- 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 6
COMPACTED SOIL - 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE 7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES 5
EMBED FILTER CLOTH 16" A 30 FOOT MINIMUM LENGTH WOULD APPLY). IN THICKNESS. 4
6"IN GROUND. 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. 8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN 3
4„
SECTION VIEW 4.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT PARTICLES„BRUSH,ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE 2
POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE MATERIALS;THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF 1
CONSTRUCTION SPECIFICATIONS ENTRANCE TO SITE. SATISFACTORY FILLS. Number Revision Description Revision Date t
5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 9. FROZEN MATERIALS OR SOFT,MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL
1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OF STONE. NOT BE INCORPORATED IN FILLS. Designed By Date Submitted
OR STAPLES.POSTS SHALL BE STEEL EITHER"T'OR"U"TYPE OR HARDWOOD. 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 10. FILL SHAL.L NOT BE PLACED ON SATURATED OR FROZEN SURFACES. Tc Ol/2O/17
Drawn By Date Created
2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF TC 08/23/16
FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. DEVELOPMENT. Approved By Scale
FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,6"MESH OPENING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL BG AS SHOWN
12. SEEPS ORZ SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN Client
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL
3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY OR OTHER!APPROVED METHOD. THE ENCLAVES
MUST BE REMOVED IMMEDIATELY. 56655 ROUTE 25
MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. 13. ALL GRADIEDAREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING
8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH '
4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADING. SOUTHOLD, NY
5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 14. STOCKPILES,BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND Project
"BULGES"DEVELOP IN THE SILT FENCE. RAIN. SHALL BE SIUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION.
U.S.DEPARTMENT OF AGRICULTUREU.S.DEPARTMENT OF AGRICULTURE STABILIZED U.S.DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING PLAN
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEWYORIK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ENTRANCE NEW WORK STATE SOIL&WATER CONSERVATION COMMITTEE SPECIFICATIONS SITE
EROSION CONTROL
Project Address:
56655 ROUTE 25
SOUTHOLD
SUFFOLK COUNTY, NEW YORK
County Tax Map Number. Contract Number. -
1000-63-3-15
Regulatory Reference Number.
Title of Drawing:
SEDIMENT AND
EROSION CONTROL
DETAILS
U_
P ` ... Drawing Number.
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JAN 31 2017 \, ng252, 6 10
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Southold Town `
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S.C.T.M. NO. 1000-63-03-17.3 Q Z (/5f ° -°
S.C.T.M. N0. 1000-63-03-17.4 SHED TO BE RENOVATED AND
a J !- ❑ INCORPORATED INTO MAIN
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HUJ X THUJA(23) - - TW:3 .6 RAMP TW:so.5 RAMP � r -_ - ° =I 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF.
�o N )CORNUS FLORIDA o u t �^ 1 � _ �_✓ ;. _ti� k�' % " \ Z J
2719 _.,�-'�- WALKWAY � \ _� _ -__=- _ - O \ \ 0r </ 3, CONTRACTOR SHALL STAKEOUT PLANTINGS FOR ENGINEERS AND/OR LANDSCAPE ARCHITECTS APPROVAL
1 , ( VAR.RUBRA(3) THUJA X THUJA�31) - \ All
\ I -e PRIOR TO BEGINNING WORK.
1,3'-10" - -- - l 1 RESTO o TOI (-= zs ACER RUBRUM
QI P I \ 4. SHOULD LOCATION OF TREES BE WITHIN 5'OF UNDERGROUND UTILITIES RELOCATE SAID TREES TO MIN.5'
PROppSEDREPRVPRD� ��) o -_ -OCTOBER GLORY'(1)
tr t� Fa u al - I o FROM BALL TO UTILITIES.
NEW PROPOSED�DRIVEWAY
cb 5. SHOULD LOCATION OF TREES BE WITHIN 20'OF OVERHEAD UTILITIES, RELOCATE SAID TREES TO MIN.20'TO
CUPRESSOCYPARIS
® :7,
\ , WIRES.TREES WILL BE PLACED ON UNDISTURBED EARTH AND BACKFILL WILL CONTAIN AT LEAST 50
o LEYLANDII 19
34 / CORNUS FLORIDA„ PROPOSED PARKING AREA 31 -Q- -- �� I ( ) PERCENT OF THE SOIL TAKEN OUT OF THE PLANTING HOLE,TO PROMOTE GROWTH IN THE SURROUNDING
1 \ 13
-CORNUS FLORIDA 32 VAR.RUBRA 3) N �! a 29 ' °I
1 ) VAR.RUBf�A(1) \ CORNUS FLORIDA VAR,RUBRA(1) SOIL.
CORNUS FLORIDA \,
0 27 JUNIPERUS DAVURICA 6, ALL BEDS SHALL BE MULCHED WITH 4 INCHES OF FINE SHREDDED BARK MULCH AND SHALL BE KEPT AWAY
34 6 31 �� VAR.RUBRA(2) -
ACERRUBRUM , i ° ! w \ ;Q CORNUS FL RIDA ® � ;I � 'EXPANSA(5) FROM THE IMMEDIATE BASE OF TREES AND SHRUBS.
OCTOBER GLORY'(1) 1 I - _ _ _ I -- _ - t ,, o o VAR.RUBRA 3 11 ACER RUBRUM LAND NOW OR FORMERLY OF 7. LANDSCAPING SHALL BE MAINTAINED IN HEALTHY AND VIGOROUS GROWING CONDITION. PLANTS THAT FAIL
OCTOBER GLORY 1 SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE AND TYPE AT THE BEGINNING F
- - - - - -� i O JANET L. RYAN G 0 THE NEXT
sa y _ ., GROWING SEASON TO MAINTAIN PLANT DENSITIES AND SPECIES MIX.
® 50"W - aI - 0\1 0, �c�r` a i fir-{r r * � o- S `= ftv
_ � %�- �t1 �. � S.C.T.M. N 1
0. 000-63-03-13
1 1 ACEI RUBRUM 616.57' CORNUS FLORIDA \-JUNIPERUS
,-_ 8. PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15
ACER RUBRUM 33 'OCTOBER GLORY'(1) CUPRESSOCYPARIS-� VAR.RUBRA 3 DAVURICA \ ° -28 TO DECEMBER 15. PLANTING OF EVERGREEN TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE
'OCTOBER GLORY'(1) \a q N
\ LEYLANDII(69) ( ) 'EXPANSA(12) 29 1 1 AND SEPTEMBER 1 TO NOVEMBER 15.
' N LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF 9. IF PLANTING AND/OR SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE
11 31 CHARLES W.WITZKE PILLES REALTY HOLDING LLC APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE
1 S.C.T.M. N0. 1000-63-03-28.1
THAN 6 MONTHS AFTER PROJECT COMPLETION.
32 S.C.T.M. N0. 1000-63-03-12 10. ALL PLANTING BEDS SHALL BE CULTIVATED TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, 7
- - WEEDS,STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER 6
N05°30'5 "W PLANTING,WRAP DECIDUOUS TREES TRUNKS FROM BASE TO FIRST LIMB WITH 4 INCH WIDE BITUMINOUS 5
51.34' 1 IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE.TIE WITH JUTE AT 4
TOP AND BOTTOM. THE TRUNK WRAP SHALL BE REMOVED ONE YEAR AFTER PLANTING. 3
33 LANDSCAPE PLAN 11. UPON COMPLETION OF LANDSCAPING WORK,ALL EXCESS SOIL,DEBRIS,ETC.SHALL BE REMOVED FROM THE 2
SITE.THE SITE SHALL BE IRRIGATED. SPRINKLER HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH 1
SCALE: 1" = 40' UPON ANY RIGHTS-OF-WAY OF THE TOWN OF SOUTHAMPTON. Number Revision Description Revision Date
t
0 40 80 Designed By Date Submitted
TC 01/20/17
Drawn By Date Created -
SCALE: 1" = 40' Tc os/23/16,
A (� n PLANT CENTER Approved By Scale
�} + PLANT ROW a / BG AS SHOWN
+ / _ 1 Client
l� PRUNE 1/5 OF GROWTH& THE ENCLAVES
O O O TYPICAL ON CENTER BROKEN BRANCHES BUT 56655 ROUTE 25
' �- + + SPACING AS LABELED ON
PLANTING PLAN RETAIN LEADERS AND
PraOUTHOLD, NY
PLAN-SPACING NATURAL FORM OF SHRUB S
PLANT SET AT ORIGINAL PLANTING \ QTY BOTANICAL NAME COMMON NAME SIZE SPACING '�
DEPTH
\ AS SHOWN GRASS SEED AS SHOWN SEED AS SHOWN
o PROVIDE FULL COVER
3"DEEP SHREDDED BARK MULCH 3"MULCH WITHIN
12"MIN. EARTH SAUCER AS SHOWN AS SHOWN SITE PLAN
\ Comus florida var.rubra Red FloweringDogwood 5'-6'Tall,B&B
PLANTING BACKFILL NOTES: �
REMOVE ALL PLASTIC&WIRE TABS. AS SHOWN Thuja occidentalis American Arborvitae HEDGE TRIMMED LANDSCAPE PLAN
WHERE SHRUBS ARE PLANTED WEED BARRIER � 3'-4'Tall,B&B
SECTION IN MASS EXCAVATE ENTIRE DO NOT CUT BURLAP FROM SIDES AS SHOWN
PLANTING BED ' OF BALL.
TYPICAL GROUND COVER LAYOUT REMOVE ALL PLASTIC CORDS FROM AS SHOWN Thuja x Thuja(standishii x plicata) Arborvitae'Green Giant 5'-6'Tall,B&B HEDGE TRIMMED Project Address:
TREE BALL,IF PRESENT. AS SHOWN 56655 ROUTE 25
1111 IL
SCALE: NTS MIXTURES. ROOT ROOT AS ER AS SHOWN AS SHOWN,8't O.C.. S'OUTHOLD
TOPSOIL MIXTURE1 CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 5'-6'Tall,B&B
a
3"DEEP SHREDDED BARK MULCH BALL BALL A.A. STD. \ uynL���
SUFFOLK COUNTY, NEW YORK
Lu
_J F AS SHOWN Juniperus davurica'Expansa' Parsons Juniper 1 GALLON CONTAINER AS SHOWN County Tax Map Number. Contract Number
m _ 6"MIN. F 1000-63-3-15 -
Q UNDISTURBED EARTH
Regulatory Reference Number.
PLANTING BACKFILL MIXTURE I I I I I I w AS SHOWN Acer rubrum'October Glory Red Maple 2.5"-3"CALIPER,B&B AS SHOWN
11 lip = EVERGREEN TREE TideofDrawing:
- z z
__Fir I��I I jT AS PER AS PER o U
III I I-I 6.. A.A.N.STD. A.A.N.STD. 6,. SOIL SAUCER,TOP W/MULCH LANDSCAPE PLA N
TYPICAL SHRUB PLANTING on
MIN. MIN. SET TOP OFROOTBALL1"ABOVE
SCALE: NTS TYPICAL LARGE SHRUB PLANTING FINISH GRADE
NOTE:
SHREDDED BARK MULCH AT 4"DEPTH AND DETAILS
SCALE: NTS 4"DEPTH OF COMPOST,INSTALL ALL TREES,SHRUBS,AND GROUND COVERS SHOWN TO
FG AND MIX W/PLANTING BACKFILL APPROXIMATE SCALE AT 10 YEAR MATURE SPREAD TOTALS
NOTES: 1n I MIXTURE ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION.
FINISH GRADE(LAWN) 1.SPRAY ALL PLANTS WITH ANTI-DESSICANT. REMOVE BURLAP FROM TOP 1/3
CONTINUOUS CLEAN, = OF PLANTING BALL ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY
SHARP,&SMOOTH 2.SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE _J E 8
j SHOVEL OR TROWEL AS EXISTED AT NURSERY. m w PREPARED PLANTING MIXTURE TESTED ORGANIC VALUE OF 5%u MINIMUM.SOIL SHALL HAVE A
SHAPED EDGE 25%COMPOST PH VALUE BETWEEN 6-8.SOIL SHALL BE FREE OF ALL STONES
BETWEEN LAWN AND 3.IF BALLED&BURLAPPED,REMOVE TOP 1/3 OF BURLAP. 75%TOPSOIL AND ORGANIC MATTER LARGER THAN 1 1/2"DIAMETER.SOIL -r=- Drawing Number.
MULCHED AREAS PH RANGE:6.7 TO 7.0 FOR PLANTING PITS SHALL BE AMENDED AT THE RATE OF 7
4.REMOVE ALL PLASTIC&WIRE TAGS I- I I 5 LBS.TYPE 1-ROOT GROWTH r'- `J ✓ \\•.
FINISH GRADE(MULCH) _ = i ENHANCER PER CUBIC YARD OF CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS ' ,t��i " �Et,v 0, e• : E
- - MIXTURE OF TOPSOIL. Vii' ;^ C O C>, >: �. a
5. REMOVE ALL PLASTIC CORDS FROM TREE BALL,IF - P' Q
PRESENT IN GROUPINGS OF SHRUBS,EXCAVATE -III-I I II I I- DO NOT EXCAVATE LOWER THAN c� O /
AND BACKFILL ENTIRE SHRUB BED AREA BALL DIA. BALL DEPTH.IF EXCAVATED Q ; 0 (31
.
w/PREPARED BACKFILL BALL DEPTH BACKFILL AND COMPACT HE
; Sm
X\11 X\11 X\1\ BALL DIA.x 2 MIN. � - �' yr. 'ill o R
TO PREVENT SETTLEMENT. f��^ I(�� (1��In' / /
E V E U Sheet of
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�s �� ��1.`. 7 10 d R
TYPICAL EDGING BETWEEN LAWN AND MULCHED AREAS TYPICAL TREE PLANTING JAN 31 2017 ��` �. 925L
SCALE: NTS SCALE: NTS ' w
f PWGC Project Number.
u
Southold Town Unautho'zedalterationoraddition z C
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II II I II II it )I ° \�\ - - ______'� »\ c Bohemia . NY . 11716-2618
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3t PILLES REALTY HOLDING LLC
S.C.T.M. NO. 1000-63-03-28.1
S.C.T.M. NO. 1000-63-03-12
- _ - - 32 HIGH PRESSURE SODIUM 100 WATT
r�o5°30'5 'w I STONCO LIGHTING
51.34' I SILHOUETTE LUMINAIRE
MODEL : SSM3100LXFFS-2
33 I (10' MOUNTING)
TYPE III SHOEBOX 7
LIGHTING PLAN i SINGLE PHASE, 208 VOLT s
5
4
SCALE: 1" = 40' 10 '-0: HIGH x 4"SQUARE 2
ALUMINIUM LIGHT POLE, 1
0 40 80 i SMOOTH ALUMIUM 6063-T6 Number Revision Description Revision Date
ALLOY, 0.125 MIN. WALL
SCALE: 1" = 40' I THICKNESS Designed By Date Submitted
MANUFACTURER: USS TC 01/20/17 =
Drawn By Date Created
MANUFACTURING INC. TC 08/23/16
MODEL: USS 40A10AB-SQ Approved By Scale
I BG AS SHOWN
3MH Client
THE ENCLAVES
2#12 THW+ 1 #12 56655 ROUTE 25
GROUND TO FIXTURE
I SOUTHOLD, NY
Project
2MH EXTRUDED HANDHOLE
NOTES
/ �_- ----_____ ^� SPLICE IN POLE
@i
/ - _� ATHANDHOLE SITE PLAN
_ — 1.DIRECT BURIAL CABLE 6" OR 12" BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF 2'-0" BELOW 3/4" DIA. GALVANIZED ANCHOR BOLTS
FINAL GRADE. MIN. 28" LONG 4 EACH PER POLE
1 MH / I ASTM A576 (TYP.)
SITE LIGHTING PLAN
2.CABLE IN PVC OR GALV. IRON ELECTRIC CONDUIT WHERE CABLES CROSS WALKS OR DRIVEWAYS,SIZED AS
INDICATED AND 2'-0" BELOW FINISHED GRADE,AND AT LEAST 2'-0"BEYOND EACH WALK OR PAVEMENT EDGE. Project Address. ,
56655 ROUTE 25
2° GRADE SOUTHOLD
3. METAL HALIDE, 100 WATT FIXTURES AND POLES AS SPECIFIED. GRADE 2 ;o I
SUFFOLK COUNTY, NEW YORK
OMH 4. LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE THAN 3%VOLTAGE DROP AT EACH FIXTURE. 8.r
t d, County Tax Map Number: Contract Number.
° 1000-63-3-15
I 5.SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES SHALL BE WATERPROOF. ° 2" DIA. SCH..40 PVC Regulatory Reference Number.
° d ELECTRICAL Title of Drawing:
,10.0 " - I °` CONDUIT WITH TWO
2 6 MIN. BURY d
\ _5.0 ° (2)#10 RR-USE-2
�� d
1MH t COPPER SITE LIGHTING
\ ` —2.0-------�-- -'/ / � 4'-6" MIN. DEPTH d' ° < � . �a 4 ° - CONDUCTORS PLUS
\\ ONE (1)#10 RR-USE
_ GROUND. AND DETAILS
2MH _ 4,000 PSI CONCRETE WITH 6"x6"
- _ -- 5---- — — — 10/10 WELDED WIRE FABRIC
s
REINFORCED
° - MANUFACTURER: FECO(DIVISION o
d. a I '- Drawing Number.
v
° ° d OF OLDCASTLE PRECAST)
PROVIDE SHOP DRAWINGS BEFORE • O
3MH d CASTING BASES
16"Wx16" D a�. r1., i- E
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1 M OMH 1 MH 2MH 3MH 4MH ��/ )
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MH = MOUNTING HEIGHT
JAN 31 2017 4`�n,, �0� '�-= 8 10
"1 0D' zJ1-
PWGC Project Number:
10' POLE LIGHT PHOTOMETRICS Southold Town a
Unauthorized alteration or addition z
Planning Board to this drawing and related documents AVG 1601
SCALE: 1"=10' is a v oration of Section 7209 :�ao
of the New York State Education Law ro
AMERICAN MADE C.I.FRAME
WITH SLOTTED COVER OR
O.D.PLUS 2'MAX C.I.FRAME WITH SOLID
(SEE NOTE BELOW) COVER BY NEENAH,
FINISH LAYER MATERIAL CAMBELL OR APPROVED
EQUAL
RIM ELEV.
GRADE ADJUST TO FINISHED PAVEMENT CURB LINE
GRADE WITH BRICK FRAME&GRATE Strategic Environmental and Engineering Solutions
ALLOW 4"MIN.FOR
SOILS IN EXCESS OF 9*BELOW FINISH GRADE I'MINIMUM,4'MAXIMUM SIZE OPENING FOR
PAVEMENT SUBGRADE ADJUSTING OF
CASTING CASTING
COMPACTED TO 90%AASHTO 12"DIA.PIPE AT 1.0%MIN.
2
T-99
NC.
CLASS IV RCP PIPE SLAB COVER
BY SITE CONTRACTOR GRADE
DRAINAGE RINGS WRAPPED
WITH EOTEXTILE FABRIC
O.D.— CAST IRON CLEANOUT WITH BRASS FERRULE 0 17111 C�- MIN SUPAC 4NP OR
LIMIT OF WORK DOWNSPOUT MIN b4 1 630 Johnson Avenue. Suite 7
z - (MATERIAL AS PER DESIGN) REINFORCED CO
BACKFILL ABOVE SPRINGLINE TC (CAST IRON PIPE PAINTED TO COLOR APPROVED EQUAL #30 ASPHALT
BE PLACED IN 12"LIFTS 8"MIN. ROOFING FELT 1' Bohemia - NY - 11716-2618
T-0*MIN. SPECIFIED BY ARCHITECT.)
FIRST FLOOR RING DEPTH VARIES PAST GRAVEL Phone: (631) 589-6353 - Fax: (631) 589-8705
AS PER DESIGN COLLAR
6' E-mail: INFO@PWGROSSER.COM
18" 1
PRE-SHAPED FOUNDATION OR I . BACKFILL UNDER AND TYP
SPRINGLINE FLAT FOUNDATION WITH GRADE
REINFORCED
D 00,
BACKFILL TAMPED INTO PIPE io-�— T_
GRANULAR MATERIAL CONCRETE PRECAST CONSULTANTS
HAUNCHES AT CONTRACTORS PVC(SDR18)PIPE FITTINGS SIZE TO BE
CONTAINING LESS THAN
COORDINATED WITH DOWNSPOUT
15%FINE SAND,SILT,& LEACHING R RINGS
DISCRETION 4 RING
FERNCO SERIES 105G COUPLING FOR CAST 00 cm CLAY. (SILT&CLAY
FRACTION NOT TO
BEDDING(CLASS 1,11,OR 111) IRON TO PVC PIPE 00 I=F-1 = EXCEED 5%) 00
WHERE UNSUITABLE MATERIAL 4- 4-_0 F-71
= C:1J-
MR—
BACKFILL PLACED ALTERNATELY IS ENCOUNTERED DURING TO DRAINAGE SYSTEM TYPICAL 12"
EXCAVATION OF PIPE DRAINAGE RING 00,
IN 6"LIFTS ON BOTH SIDES OF PVC(DR 18)@ 1.0%MIN. 10. GRAVEL COLLAR T-O"
TRENCHES. 5 8- T-0"MIN.TO
PIPE UP TO SPRINGLINE MIN.ALL AROUND
ELEVATION
NOTE: GROUNDWATER LEACH
�7 GROUNDWATER LEACHING RING BACKFILL UNDER AND
NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS. AROUND DRYWELL WITH
12'-C
1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 6-0",THE CONTRACTOR MUST PROVIDE GRANULAR MATERIAL
SIX(6)FOOT MIN. CONTAINING LESS THAN
SHEETING AND BRACING.AS AN ALTERNATIVE,THE TRENCH WALLS MUST BE CUT BACK TO PENETRATION INTO
121 15%FINE SAND,SILT,&
A 1:1 SLOPE,OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL,WHICHEVER IS MORE ROOF DRAIN DOWNSPOUT ACCEPTABLE LEACHING
SHALLOW. MATERIAL. IF SAID CLAY. (SILT&CLAY
FRACTION NOT TO
2- CLASS 1,11,111 OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES,PER USCS
SCALE: CONDITION CANNOT BE 12'-0"DIA.
UNIFIED SOIL CLASSIFICATION SYSTEM) ACHIEVED WITHIN THE EXCEED 5%)
3- SAWCUT 2'BEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED. NOTE: FIRST SIX(6)FEET BELOW NOTE:
THE BOTTOM OF THE LAST PRECAST CONCRETE
1. ALL DRAINAGE LEACHING POOLS TO HAVE 10 FT.EFFECTIVE DEPTH. LEACHING RING,CONTINUE 1. ALL LEACHING CATCH BASINS TO HAVE 10 F7.EFFECTIVE DEPTH. FOOTING
WITH THE EXCAVATION OF
PIPE TRENCH DETAIL THE SIX(6)FOOT MIN,
SCALE: NTS DRAINAGE LEACHING POOL CIRCULAR WICK,UNTIL DRAINAGE LEACHING CATCH BASIN
SCALE: NTS APPROVED PENNETRATION SCALE: NTS
1.0,Al I
NYLOPLAST 24" DRAIN BASIN: 2824AG
CAST IRON CURB INLET TRAFFIC
Q®INTEGRATED DUCTILE IRON
BEARING BICYCLE SAFE(BY
FRAME&GRATE TO
'CAMPBELL-)
MATCH BASIN O.D.
ALLOW 4"FOR FINAL
18'MIN WIDTH GUIDELINE
ADJUSTMENT OF FRAME
2'-6"
8- MINIMUM PIPE BURIAL 8'MIN THICKNESS GUIDELINE
8"
®VARIABLE INVERT HEIGHTS DEPTH PER PIPE
AVAILABLE(ACCORDING TO MANUFACTURER
101-01 1 101-0" PLANSITAKE OFF) RECOMMENDATION (!)ADAPTER TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
(�)Q<D CDti #4 BARS IN TOP SLAB(4-O.C.) ANGLES PURPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED
0�)0 () - I VARIABLE 0*-360* TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC
it ACCORDING TO LOADING,&OTHER APPLICABLE DESIGN FACTORS.
O 00 PLANS
GROUT AROUND ENTIRE PIPE
18"MIN.
DRAINAGE PIPE SEWER MAIN OR
CORRUGATED HDPE DRAIN PIPE HOUSE CONNECTION ®VARIABLE SUMP DEPTH
OR APPROVED EQUAL ACCORDING TO PLANS(6-MIN)
6' 0.5%MIN. 4--0- OPE ING
(DVARIOUS TYPES OF INLET&OUTLET ADAPTERS 4'MIN I
18"MIN.
AVAILABLE:4"-24'FOR CORRUGATED HDPE
(ADS N-12,ADS SINGLE WALL,HANCOR DUAL WALL), I
POLYPROPYLENE COATED Y2" SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC
STEEL RUNGS @ 12-O.C.
0.
11 -0. lol- THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
PIPE INVERT 4, (DWATERTIGHT JOINT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11
(CORRUGATED HDPE SHOWN) MATERIAL AS DEFINED IN ASTM D2321. BEDDING&BACKFILL FOR
1'-6"SQ. OPENING FILLED I (D-GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7G-50-05, SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED
T-O" WITH GRAVEL (7)-FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-%M UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 7
(2)-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS, 6
RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS,
SEE DRAWI7001-11 OM 5
DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
4
FOR CORRUGATED HOPE(ADS&RANCOR DUAL WALL)&SDR 35 PVC
8' (Z)-ADAPTERS CANT MOUNTED ONANYANGLEO-TO360-.TO DETERMINE MINIMUM
3
ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001.110-013. 2
00 o110 GRATE OPTIONS LOAD RATING PART# DRAWING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT OR 3130 VERONA AVE
PEDESTRIAN MEETS H-10 0I OBSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER,OR LICENSE THE USE OF DESIGN OR 2499GG 7 P BUFORD,
GA 30518
STANDARD MEETS H-20 2499CGS 7001-110-21
-6- V-8' —UNDISTURBED SUBGRADE 1 INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT ORANY INFORMATION CONTAINED HEREIN,OR PHN(770)932-2443 Number Revision Description Revision Date
SOLID COVER MEETS H-20 24 9CGC 1 7001-110.218 MANUFACTURE OF ANY ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN,EXCEPT BY
—4-4- 8' DOME N/A 24g99CGD 7001-110-212 WRITTEN PERMISSION FROM NYLOPLAST. SPECIFIC Nyl'otlas t FAX(770)932-2490
DROP IN GRATE UG 2401 DI 7001-110-075 TITLE wwlov.nyIopIast-us.l=n— Designed By Date Submitted
2'IN D
SIDE VIEW TOP VIEW G ND. 7001.110-192
BASIN QUICK SPEC INSTALLATION DETAJL
7001w110-192 REV B I TC 01/20/17
Drawn By Date Created
DRAINAGE - CATCH BASIN DRAINAGE SEWER CROSSING DETAIL 08/23/16
TC
Approved By Scale
SCALE: NTS SCALE: NTS
BG AS SHOWN
Client
CATCH BASIN DETAIL
SCALE:NOT TO SCALE THE ENCLAVES
56655 ROUTE 25
SOUTHOLD, NY
Project
NOTE:
WATERPROOF INTERIOR FACE OF
CONCRETE RETAINING WALL WITH DRI-SEAL
(OR APPROVED EQUAL)SILICONE EXTERIOR A SOIL BORING IS RECOMMENDED TO EVALUATE THE CURRENT ELEVATION OF
[OR SITE PLAN
COLORLESS WATERPROOFING(5%). GROUNDWATER AT THE SITE. THESE GRADING, DRAINAGE AND SEDIMENT AND EROSION
TOP OF WALL CONTROL DESIGNS (PWGC DESIGN SHEETS C-100, C-200, C-300) ARE BASE ON THE SOIL
ELEV.30.5' BORING PERFORMED BY SOIL MECHANICS DRILLING, LLC., DATED NOVEMBER 11,1986 SHOWN
AS BORING NUMBER B-13. Project Address:
12"THICK POURED GROUNDWATER CONDITIONS AND/OR LEVELS MAY HAVE FLUCTUATED SINCE THAT TIME.
56655 ROUTE 25
CONCRETE WALL DESIGN CHANGES WITH RESPECT TO THESE GRADING, DRAINAGE, AND SEDIMENT AND
3.25'REVEAL
SOUTHOLD
4,000 PSI
EROSION CONTROL PLANS, MAY BE NECESSARY BASED ON CURRENT GROUNDWATER
SUFFOLK COUNTY, NEW YORK
CONDITIONS.
No.4 BARS 12"O.C.
CONTRACTOR TO VERIFY CURRENT GROUNDWATER CONDITIONS,AND HAVE ALLOWANCES County Tax Map Number. Contract Number.
BOTTOM OF WALL MADE AVAILABLE FOR DESIGN AND CONSTRUCTION CHANGES. 1000-63-3-15
3"MIN COVERAGE <.'
ELEV.27.25 Regulatory Reference Number,
'4
No.4 BARS 12"O.C.ALONG EARTH SIDE
NOTE: Title of Drawing.
FOOTING CONSTRUCTED ON
.................
4,-o,, 2 TON/SQ.FT.UNDISTURBED BEARING
2"x 2"KEY SOIL,OR PROPERLY COMPACTED
No.4 BARS 18"O.C.6'-0"LONG ENGINEERED FILL CERTIFIED BY A
V-6-'
LICENSED PROFESSIONAL
_\ I SITE
ENGINEER.
V-6"
DETAILS
No.4 BARS 18"O.C.
Drawing Number.
CONCRETE RETAINING WALL
SCALE: NTS
"PJF V.
V 04 E
7 Te
E
Sheet
of
01 9 2?5 9 10
ODES
ES, _,, . PWGC Project Number.
JAN 3 1 2017
Unauthorized alteration or addition z I--
to this drawing and related documents
T-I*MIN,
I al--n
0.
/ING
w
_N AVG 1601
Southold Town is a violation of Section 7209
of the New York State Education Law
Planning Board
I 'El 41V
r
O'(N.T.S.) N.Y.S.D.O.T. r
3/4" SIGN No.R1-1 CAPPED WITH CONCRETE --- --- (:
9"DIA. El
r
2U
RESERVED
PARKING 30" 10" 4
STOP P-i F-I
;
3"GALVANIZED(WEATHER
TYPICAL TRAFFIC PROOF)STEEL MOUNTING 4"WIDE BLUE STRIPE
CONTROL SIGN CHANNEL(TYP.)COATING TO 3'0"
COMPLY WITH!N.Y.S.D.O.T. NEW BLUE HANDICAP
- REQUIREMENTS(SEE NOTE 1)
SYMBOL
6" 2"SQ.POST O T-0"MIN. POST PUNCHED FULL LENGTH 6"DIA.HEAVY DUTY PIPE FILLED Strategic Environmental and Engineering Solutions
! E? WITH 318"DIA. HOLES 1"O.C. WITH CONCRETE&PAINTED 20'
O YELLOW ► (NP)
.A t tr,$ '
7'-0"MIN. � 2' r` 'a` �i";t'm�"')'`°.S 'Jt;�t�),�� "l��tY =--,�t �
s I FINISHED
7" 1 O FLOOR
O 18'MIN.FROM EDGE OF 112"PRE MOLDED BITUMINOUS 630 Johnson Avenue. . Suite 7
/\ m �� Phone: (631) 589-6353 . Fax: (6311) 589-8705
42" 27"DIA _ _ 15" O _ Bohemia - NY . 11716-2618
PAVEMRNT TO SIGN JOINT FILLER
4"BELOW FINISHED ° O 6' PAVEMENT %�%�;;��.,�?fZi�`; " E-mail: INFO@PWGROSSER.COM
GRADE �
O NINE'.: r�i � FOOTING :
3'=0' CONCRETE
REPAIR OR REPLACE SURFACE ;�i\� ,����i� �i-�� y`
2112"SQ.SLEEVE � � 4,000 PSI 10' 10' 8' CONSULTANTS :
CONCRETE FOUNDATION 4��_o 36" IN KIND@ 28 DAYS
42 PARKING STRIPING DETAIL4,000 PSI @ 28 DAYS %" 2112'SQ.SLEEVE \ ,\,\ % /%� T�� � 3 �.<I DIRECT EMBEDMENT AS PER /:y7N.Y.S.D.O.T.REQUIREMENTS % � ' SCALE: NTS f
BLUE PAINT S . r
VARIES _
SEE PLAN
r
f
HANDICAP SYMBOL TYPICAL TRAFFIC CONTROL SIGN DETAIL STOP SIGN DETAIL BOLLARD DETAIL
SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS CURB ,
E:
g
EQ.
SAWCUT EDGE OF EXISTING SIDEWALK TO 24"(TYP)
PAVEMENT RAMP VARIES SIDEWALK CONCRETE WALKWAY PAVEMENT SUB-BASE FILL WITH 1/2'PREFORMED
BITUMINOUS MATERIAL Pr - -
8"WIDE FULL DEPTH CONTINUOUS A A
Y,'LIP F_
EXPANSION JOINT BETWEEN CURB
&CONCRETE PAVEMENT(TYP AT 6' FACE OF CURB 24"(TYP) R q
+����Y2JT. ALL EDGES OF RAMP) °
40
SECTION A-A FG 5 12 11/2' CONCRETE PAVEMENT
SIDEWALK z _..._....: : ........ .. .
> a wa
SIDEWALK VARIES WIDTH OF VARIES SIDEWALK �-
4'MAX. RAMP 4'MAX. � � `�—���«'� .r�e �,� �" � R9MpRUN DETECTABLE WARNINIG
VARIES
4'MIN. — _ _ _
Q_� 6X6-W3XW3 WWF STRIP(1 FT.x 1 FT TILIES) CONTRACTION JOINT EXPANSION JOINT "'" """""�' '" SEE PLAN S-
11=111-111-111-III—I I 1.12
I
1=1 11= (TYP)
� � ! EVERY 4' EVERY 20'
1 1 6" I I—I I COMPACTED AGGREGATE BASE M RAMP RUN
12 �- — I— 5 ��. PLAN
%'EXP.JT. Yz"EXP.JT. COURSE mw
�` o NOTE:
o°o°o°o i
r r
COMPACTED LANDING °000000000° 1:12 DETAIL"A" 6"x6"W2.9 DETAIL"B" STRIPING WIDTH TO :.....•
SECTION B-B SECTION AA
5 00
� �O x W2.9 W.W.F. MATCH WIDTH OF WHITE PAINTED MARKING
CONCRETE TO BE 4,000 PSI @ 28 DAYS
CONCRETE TO BE 4,000 PSI @ 28 DAYS �\�' CONCRETE WALK
CAST-IN-PLACE CONCRETE W/
4' BROOM FINISH LANDING COMPACTED 5"POURED CONCRETE I
EJ A CONCRETE WALKWAY PLAN SUBGRADE
P PAVEMENT(SEE PLAN FOR
A JOINT SPACING) CONCRETE TO BE 4,000 PSI @ 28 DAYS SECTION A-A
LU
CONCRETE TO BE 4,000 PSI @ 28 DAYS
A �� TRANSITION FLARE-WALKWAY NOTES:
6'MIN. F✓ PAVEMENT OR LAWN AREA,SEE 1/4 RADIUS !
A 1. THE MINIMUM WIDTH OF A SIDE CURB RAMP SHALL BE FIVE FEET " 112" — 114" -
9 c> _ PLAN FOR SPECIFIC CONDITION. 1"
2. THERE SHALL BE A LANDING AT THE TOP OF EACH CURB RAMP AND SHALL HAVE MINIMUM CLEAR DIMENSIONS
�o� o�o�o A -- -
' / > oo-- �°oo°o OFA 48"BY 48"SQUARE. CURB
121 MAX.SLOPE -- o 0 0 0 /121 MAX SLOPE o
° 1'o 0 0 0 0 3. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12 8.3/o). T
RAMP 833°� 0c)-° o 0 8 3°/ 1/2"WIDE FULL DEPTH ( I
v o = EJ o° °o°o° ---EJ -_ 4. THE LENGTH OF THE FLARED SIDES SHALL BE AT LEAST TEN(10)TIMES THE CURB HEIGHT,MEASURED o°000CONTINUOUS EXPANSION 24"(TYP)
o / ALONG THE CURB LINE.
0- JOINT BETWEEN CURB&
5. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE,FIRM AND SLIP RESISTANT. PROVIDE A COARSE
Q CONCRETE PAVEMENT(TYP AT
ALL EDGES OF RAMP) BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE OF CONCRETE RAMP SURFACES,EXCLUSIVE OF CROSSWALK DETAIL
DETECTABLE WARNING FIELDS.
6'MIN.TRANSITION — --------- SCALE: NTS
DETECTABLE WARNING STRIP CURB TYPICAL BOTH SIDES TRANSITION CURB(TYP BOTH 6. RAMP TRANSITION BETWEEN WALKS,GUTTERS,OR STREET SHALL BE FLUSH AND FREE OF AIBRUPT
SIDES) VERTICAL CHANGES�'MAX,)
FLUSH INTEGRAL CURB W/Yz" JOINT SEALER
� LIP
PLAN VIEW PLAN DETECTABLE WARNING STRIP 1/2"PREMOULDED 7 k
DETAIL A
EXPANSION MATERIAL DETAIL B 6
CONTRACTION JOINT EXPANSION JOINT 6' 5 L.
SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK DETAIL 4
FINISHED 3"
3
SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS GRADE 1" 5' 2
\ \ \ \ PROPOSED 1 �;
2" I >� 3" PAVEMENT Number Revision Description Revision Date
Designed By Date Submitted
18^ ° ;- , ; :' TC 01/20/17 .
" Drawn By Date Created
#5 BAR c TC 08/23/16
(CONTINUOUS) I Approved By Scale
BG AS SHOWN
R=1" Client
THE ENCLAVES
DOME TOP 8• - 56655 ROUTE 25
' TERMINAL POST 2.875' BLACK VINYL PRIVACY SLATS
SOUTHOLD NY
O.D PIPE
LINE POST 2.875"O.D.PIPE CONCRETE TO BE 4,000 PSI @ 28 DAYS Project
TOP RAIL THROUGHOUT TOP,DIAGONAL, AND 1.66" O.D.
1.66"O.D.PIPE LINE POST TIE 12"O.C.8 BOTTOM RAIL 1.66"O.D.PIPE BRACE RAIL
GAGE ALUM.(TYP.) CHAIN LINK FABRIC CHAIN LINK FABRIC MOUNTABLE CURB DETAIL
RAIL TIE 18"O.C. TENSION BAR 2:X6"GA.TYPE 1 ALUM.COATED BLACK VINYL 2:X6"GA.TYPE 1
TENSION BAND 12"O.C. 1.66" O.D.BRACE RAIL PRIVACY SLATS ALUM.COATED
SCALE: NTS SITE PLAN
BRACE BAND LINE POST LOOP TOP
r 2"ASPHALT CONCRETE TOP COURSE
TYPE 1A-ITEM 70B
Project Address:
J
s
PROVIDE JOINT SEALANT
R-1-1/2"
4"ASPHALT CONCRETE BINDER COURSE
•�' S T CO C TE B COU S "
56655
ROUTE 25
8'-0" 6
n{
TYPE IB-ITEM 51 FX(2 LIFTS;) FINISHED
r-
GRADE
3"
VARIES O
:,. ..� s S UTHOLD
v \ \ \ \ PROPOSED
6"STABILIZEDSOILAGGREGiATESUBBASE /` SUFFOLK COUNTY
COURSE RCA -ITEM 4S
8'-0' ,' , � � � 2• 6• , NEW YORK
r I MATCH EXISTING (RCA) >•. PAVEMENT
4. �'1'N1rt I 1-1/2"TOP COURSE • County Tax Map Number. Contract Number.
{ / 2-1/2"BINDER COURSE 1000-63-3-15 -
\ \
3 0"MIN. 'iii \//\//\//\//\//\//��/\//\//\/\// / 6"COMPACTED RCA 18• Regulatory Reference Number
z .�x .
COMPACTED SUB-GRADE #5 BAR
318" 9.5 MM DIA. 12" DOUBLE GATES \, \, ,\
is; / /•
TRUSS ROD 2"CLEARANCE 3'-0"MIN. TYP SECURED BY CHAIN TED SUBGRADE'\//%//%/ (CONTINUOUS) o
AND PAD LOCK �\\\i\\�i\\>��r��>��r��r��>\�i\\\i\\\i\\\i�
BOTTOM SELVAGE
TRUSS ROD TIGHTENER WITH TENSION WIRE TO REING MAINAVEMENT AND SUB-BAS>E
7 GA.TIE TO POST 12•
t BRACE BAND 10'-0"MAX. 8• DETAILS
POURED CONC. NP'
10'-0'MAX. FOOTING(TYP.)
TYP, CONCRETE TO BE 4,000 PSI 428 DAYS
CURB DETAIL
CHAIN LINK FENCE DETAIL CHAIN LINK GATE DETAIL PAVEMENT PATCH DETAIL TYPICAL ASPHALT PAVING DETAIL SCALE: NTS Drawing Number.
SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS - ,. ��,, 6O E
LC I .ro m
6
Sheet of
JAN 31 2017 9 10 10 a
`p��r -`, '•_' PWGC Project Number,
Southold Town Q
Unauthorized alteration or addition z C
Planning Board to this drawing and related documents AVG 1601 r w w
k U
o e New o e uc on Law
rs a violation of Section 7209
f th N York Stat Ed ati L � o